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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

3
2
4
1

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.20 to 1.30
1.30 to 1.40
1.40 to 1.50
1.10 to 1.20

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1
2.5
1.25
1.5

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Theory of Structures
A body is said to be in equilibrium if

It moves horizontally
None of these
It moves vertically
It rotates about its C.G.

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/24EL
WL3/3EL
WL3/48EL
WL3/8EL

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Theory of Structures
A three hinged arch is generally hinged at its supports and

None of these
At the crown
At one quarter span
Anywhere in the rib

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